Identification of Structural Damage in a Vehicular Bridge using Artificial Neural Networks

This article presents the application of artificial neural networks (ANNs) for the structural damage detection to bending in the girders of a vehicular bridge. An analytical model of the bridge was developed to generate 12,800 damage scenarios, in which the flexural stiffness of the elements was modified to simulate the damage. Such rigidities were used as output data for the network, while the modal strain energy differences were used as input data. To verify the NNs generalization capability in presence of noise in the measurements, four levels of noise were analyzed (2.5%, 5.0%, 7.5%, and 10.0%). It was observed that the developed NNs model is able to predict with high accuracy the location and severity of the damage in the studied bridge.

[1]  S. Masri,et al.  Application of Neural Networks for Detection of Changes in Nonlinear Systems , 2000 .

[2]  O. S. Salawu,et al.  BRIDGE ASSESSMENT USING FORCED-VIBRATION TESTING , 1995 .

[3]  Roberto A. Osegueda,et al.  A Modal Strain Energy Distribution Method to Localize and Quantify Damage , 1997 .

[4]  S. Law,et al.  Structural damage localization from modal strain energy change , 1998 .

[5]  Sami F. Masri,et al.  Neural Network Approach to Detection of Changes in Structural Parameters , 1996 .

[6]  Huiwen Hu,et al.  Development of scanning damage index for the damage detection of plate structures using modal strain energy method , 2009 .

[7]  Damodar Maity,et al.  Damage assessment of structures using hybrid neuro-genetic algorithm , 2007, Appl. Soft Comput..

[8]  Surendra P. Shah,et al.  Determination of Early Age Mortar and Concrete Strength by Ultrasonic Wave Reflections , 2003 .

[9]  David P. Thambiratnam,et al.  Vibration based structural damage detection in flexural members using multi-criteria approach , 2009 .

[10]  S. W. Doebling,et al.  Comparative Study of Vibration-based Damage ID Algorithms , 1998 .

[11]  Edward Sazonov,et al.  An automated damage detection system for armored vehicle launched bridge , 2002 .

[12]  Yi-Qing Ni,et al.  Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge , 2002 .

[13]  Wirat Lertpaitoonpan,et al.  BRIDGE DAMAGE DETECTION USING A SYSTEM IDENTIFICATION METHOD , 2000 .

[14]  James H. Garrett,et al.  Use of neural networks in detection of structural damage , 1992 .

[16]  Charles R. Farrar,et al.  Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .

[17]  C. Zang STRUCTURAL DAMAGE ASSESSMENT USING ICA AND NEURAL NETWORKS , 2002 .

[18]  Nicholas Haritos,et al.  Structural damage identification in plates using spectral strain energy analysis , 2007 .

[19]  David W. Prine Steel bridge retrofit evaluation , 1998, Smart Structures.

[20]  Cecilia Surace,et al.  An application of Genetic Algorithms to identify damage in elastic structures , 1996 .

[21]  Simon Haykin,et al.  Neural Networks: A Comprehensive Foundation , 1998 .

[22]  F. Huang,et al.  APPLICATION OF GENETIC ALGORITHM TO STRUCTURAL DYNAMIC PARAMETER IDENTIFICATION , 2002 .

[23]  Jonathan Lee,et al.  BRIDGE DAMAGE ASSESSMENT THROUGH FUZZY PETRI NET BASED EXPERT SYSTEM , 2000 .

[24]  G C Lee,et al.  NEURAL NETWORKS TRAINED BY ANALYTICALLY SIMULATED DAMAGE STATES , 1993 .

[25]  Mauro J. Atalla,et al.  Model updating using neural networks , 1996 .

[26]  José L. Zapico,et al.  Seismic damage identification in buildings using neural networks and modal data , 2008 .